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Theoretical Analysis Model of Self-resetting Cylindrical Pier Column Foot Node
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Ping-chuan WU1, 2, Nan DUAN1, 2, Hu QI3, *
Science Technology and Engineering | 2025, 25(12) : 5119 - 5127
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Science Technology and Engineering | 2025, 25(12): 5119-5127
Papers·Architectural Science
Theoretical Analysis Model of Self-resetting Cylindrical Pier Column Foot Node
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Ping-chuan WU1, 2, Nan DUAN1, 2, Hu QI3, *
Affiliations
  • 1 College of Civil Engineering, Hebei University of Engineering, Handan 056038, China
  • 2 HeBei Technology Innovation Center for Prefabricated Structure, Handan 056000, China
  • 3 Key Laboratory of Building Failure Mechanism and Defense, China Earthquake Administration, Sanhe 065201, China
Published: 2025-04-28 doi: 10.12404/j.issn.1671-1815.2404105
Outline
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In order to study the mechanical properties of the column foot joint of a self-resetting cylindrical pier, the mechanical mechanism of self-resetting cylindrical pier column foot joint with circular section was analyzed theoretically. The calculation formula of key points of the whole force and displacement hysteresis curve of the pier was derived, including yield point, failure point, etc. The theoretical analysis model of the relationship between pier jacking force and displacement was established. Based on OpenSees platform, fiber hinge model was used to model the section of pillar foot of self-resetting energy-consuming pier. Combined with pseudo-static test results, the feasibility and accuracy of the fiber hinge model were verified. On this basis, a self-resetting cylindrical pier was set up by fiber hinge model, and the key point of the deduced force-displacement hysteresis curve was compared with the skeleton curve of the simulated cylindrical pier to verify the accuracy of the deduced method. The results show that the derivation method can obtain the pressure relief point, yield point and failure point of self-resetting cylindrical pier, which can provide reference for the research of self-resetting pier with circular section in the future.

seismic behavior  /  computing method  /  aseismic of bridge  /  self-resetting energy-consuming pier  /  safety and stability  /  OpenSees
Ping-chuan WU, Nan DUAN, Hu QI. Theoretical Analysis Model of Self-resetting Cylindrical Pier Column Foot Node[J]. Science Technology and Engineering, 2025 , 25 (12) : 5119 -5127 . DOI: 10.12404/j.issn.1671-1815.2404105
Year 2025 volume 25 Issue 12
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Article Info
doi: 10.12404/j.issn.1671-1815.2404105
  • Receive Date:2024-06-03
  • Online Date:2025-07-09
  • Published:2025-04-28
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History
  • Received:2024-06-03
  • Revised:2025-02-07
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Affiliations
    1 College of Civil Engineering, Hebei University of Engineering, Handan 056038, China
    2 HeBei Technology Innovation Center for Prefabricated Structure, Handan 056000, China
    3 Key Laboratory of Building Failure Mechanism and Defense, China Earthquake Administration, Sanhe 065201, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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